Dimensions and section properties for C3X6

Structural sectional properties for a C3X6 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeC
Section NameNameC3X6
Cross Sectional AreaA1.76 in2
Section Widthb1.6 in
Section Depthd3 in
Flange thicknesstf0.273 in
Web thicknesstw0.356 in
Radius of Gyration about X-Xrx1.09 in
Radius of Gyrations about Y-Yry0.413 in
Moment of Inertia about X-XIx2.07 in4
Moment of Intertia about Y-YIy0.3 in4
Elastic Section Modulus about X-XSx1.38 in3
Elastic Section Modulus about Y-YSy0.263 in3
Plastic Section Modulus about X-XZx1.74 in3
Plastic Section Modulus about Y-YZy0.543 in3
St. Venant Torsional ConstantJ0.0725 in4
Warping Torsion ConstantCw0.462 in6
Self Weight of sectionWeight6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeC
Section NameNameC3X6
Cross Sectional AreaA1135 mm2
Section Widthb41 mm
Section Depthd76 mm
Flange thicknesstf6.9 mm
Web thicknesstw9 mm
Radius of Gyration about X-Xrx28 mm
Radius of Gyrations about Y-Yry10 mm
Moment of Inertia about X-XIx1000000 mm4
Moment of Intertia about Y-YIy0 mm4
Elastic Section Modulus about X-XSx23000 mm3
Elastic Section Modulus about Y-YSy4000 mm3
Plastic Section Modulus about X-XZx29000 mm3
Plastic Section Modulus about Y-YZy9000 mm3
St. Venant Torsional ConstantJ30000 mm4
Warping Torsion ConstantCw0 mm6
Self Weight of sectionWeight9 kg/m

Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.

A C3X6 steel section is a standard North American steel section in the C - Channel category. It weighs 6 lb/ft and has a cross sectional area of 1.76 in2. The height and width of the section are 3 in and 1.6 in respectively.

The section has a tensile yield capacity of:

kip

The section has a flexural plastic moment capacity of:

kip-ft

The section has a flexural elastic moment capacity of:

kip-ft